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lASSE-lASS 2011 London Symposium Report TaIler, Longer, Lighter meeting growing demand with Iimited resources The 35thAnnual Symposium of IABSE The 52nd Annual Symposium of lASS and incorporating The 6th International Conference on Space Structures International Association for Bridge and Structural Engineering IABSE International Association for Shell and Spatial Structures lASS I?' IABSE-IASS laUer, Langer, UQhter SYMPOSIUM Table of Contents Keynote Lectures Keynotepaper-Taller BillBaker 2 Keynotepaper-Langer LarsHauge 8 Keynotepaper-Lighter MamoruKawaguchi 18 Invitedpapers from lABSEWorkingCommissions and lASS WorkingGroups Ontheassessmentofrobustness -astatusandan outlook MichaelFABER, Harikrishna NARASIMHAN 28 Theoreticalframeworkfor RobustnessEvaluation lohnS0RERNSEN 29 ProbabilisticModelling ofexposure conditionsforrobustness TonVROUWENVELDER 30 ModellingofFailure Consequencesfor Robustness Evaluation MariosCHRYSSANTHOPOULOS,Victoria JANSSENS, BouIentIMAM 31 StructuralRobustnessDesign inEurocodes 1.0.Gerard CANISIUS 32 DesignCritique - StepsTowards Structural Qualityin Engineering AnnetteBÖGLE 33 ConceptualPlanning by the StructuralEngineer AndreasGIANOLI 34 TheRelationshipbetweenStructuralTechnology andDesign Philosophyon Building DesigninJapan TomKOBORI 35 Taller, Longet; Lighter;...Faster? Joanne MCCALL,WilliamANDERSON 36 NewBridgeovera UNESCO WorldHeritage Site WiIIiamANDERSON, SylvainMONTMINY, Jack AJRAB, Marcel DELPH, AbdoINOURAEYAN 37 t r \ IABSE-IASS laUer, Langer, lIQI~lter Strengtheningofpre-stressedI-roof-beams withexternalpost-tension I1kkaVILONEN, RalfLINDBERG, NinaVELLING 38 Structural Types3D Tensor(STT) loseROMO 39 RealizationofSam Bridge Project inBelgrade (Serbia) Bratislav STIPANIC, lohnCOLEMAN,Raymond HAWES, Zoran RUBINJONI, Zoran FLORIC,DraskoMISULIC 40 Parametrie CFD analysisofanaturaldraft wet-coolingtowerwith isotropiefill Hanno REUTER, Detlev KRÖGER 41 Monitoring and Life Cycle Management ofCooling Towers Joachirn MEYER, Tobias PFISTER 42 State-of-the-artofStructuralDesign ofCooling and Solar Updraft Towers Reinhard HARTE,Wilfried KRAETZIG 43 Non-conventional wind loading onultra-high towers inSolar UpdraftPower Plants ClaudioBORRI,FrancescaLUPI, Hans-Juergen NIEMANN, Udo PEIL 44 Local FailureofCoolingand Solar UpdraftTowers Takashi HARA 45 Applicabilityofthe BSSApproach toSolarChimneys Ihsan MUNGAN 46 Tailoredconcrete conceptsfor very tall cooling and solarupdrafttowers LudgerLOHAUS, YaredABEBE 47 Heinz Isler: FromDelfttoPrincetonand Beyond David BILLINGTON 48 Heinz Isler Shells -ThePriorityofForm Ekkehard RAMM 49 WorkingwithHein; Isler Michael BALZ 50 Heinz Isler: Shellsfor two churches lohnCHILTON 51 SKIN: Bio-membranesinBuildings Nie GOLDSMITH 52 New retractable roofsolutionsforsports stadia KnutGÖPPERT, Haspel LORENZ, Paech CHRISTOPH 53 The Natural ForceDensityMethod Ruy Marcelo PAULETTI 54 (r-\ IABSE-IASS Ieller Langer, LiQhter TheStress-Strain-Behaviourfor Coated OrthotropicFabrics and itsInfluence ontheAnalysis ofprestressedMembranes, anApproach HeidrunBÖGNER-BALZ, RainerBLUM,Jochen KÖHNLEIN, KlausREIMANN 55 Round-robinbiaxialtensile testing ofarchitecturalcoatedfabrics PaoloBECCARELLI, Benjamin BRIDGENS, Cedric GALLlOT, PeterGOSLING, BemdSTIMPFLE,AlessandraZANELLI 56 Seismicdesign ofmetal spatialstructuresinJapan OsamuHOSOZAWA, Taro MIZUTANI 57 SeismicRetrofitwith aNew TypeofBuckling RestrainedBrace TakanoriOYA,Takuhide SUGlYAMA,Takashi FUKASAWA, Shoji NAKAZAWA, MamoruIWATA, ShiroKATO 58 Bucklingand Seismic ResponseofGrid Shell with CylindricalJoints ToruTAKEUCHI, Hiroki NAKAYAMA, Toshiyuki OGAWA 59 Vibration ControlTestsofArch Structures with Piezoelectric Films Ken'IchiMINOWA, Tomohiko KUMAGAI, Ryoko KUWAHARA, Toshiyuki OGAWA ....60 StateofArts ofSeismicAnalysisofSpatial LatticedStructures YongfengLUO, HaifengLI, XiaonongGUO, Wang LEI, Jie BAI 61 DynamicBehaviourofthe Steel Structurefora 130mTallObservation Tower CarlosLAZARO,Alberto DOMINGO,FranciscoPALACIOS 62 Vibration TestofTMDwithInitial Displacementunder Impulse Loading SusumuYOSHINAKA, Shuji NISHIYAMA,Yoshiya TANIGUCHI 63 EffectofYieldingofRoofMembers on Seismic ResponsesofLattice Dome TomohikoKUMAGAI,Tom TAKEUCHI,ToshiyukiOGAWA 64 Bucklingand Seismic Response Performance ofFreeFormLattice Shells ShiroKATO,Shoji NAKAZAWA, YujiTAKIUCHI 65 PropagationofLocalCollapse inDouble LayerTensegritySystems BehzadSHEKASTEHBAND, Karim ABEDI, MohammadRezaCHENAGHLOU 66 ResearchonShell ElementModelling ofSingle-layerCylindricalReticulatedShell witliWeldedHollow SphericalJoints Su-DuoXUE, Ning WANG, Xiong-Yan LI 67 ANumerical Strategyfor Searching theInitial Critical PointofInstability ofSpatialStructures YongfengLUO, YiWANG, XiaonongGUO 68 EvaluationofDynamicDuctilityIndex ofaSchool Gymnasium ShojiNAKAZAWA, Shiro KATO,ToshimasaYANAGISAWA 69 I?' IABSE-IASS Taller, Ioncer UQhter SYMPOSIUM Damping Characteristics ofTwoSteel HPShells Kiyoshi SHINGU, Kiyotoshi HIRATSUKA, Masaki YUKAWA, KazuoMITSUI, Takayuki KAWASHIMA, Norio KONDO, Kiyoshi OGAWA,Toshihiro IRIE 70 Limit StateofDouble-layerLattice Domes ofDifferentMemberLayouts ChongbingYAN,YoshiyaTANIGUCHI, SusumuYOSHINAKA 71 Design Estimation Method ofBuckling Loadand theAssociatedModefor aSingle Layer Lattice Dome RoofwithSquare Plan SeishiYAMADA,YukihiroMATSUMOTO, Jun SAKAMOTO,James CROLL 72 Innovative Timber Constructions YvesWEINAND 73 AIDIMA'sR&D FORUM building inPaterna, Valencia.New technologies intimber structures Jose-ManaVELASCO, ManuelGARCIA, Kiyan HEDJRI, MiguelangelABIAN, Antoni GOMILA, Daniel ALCAIDE 74 SantJuliadeLoria bridge inAndorra. Structural design. lose-MariaVELASCO,Antoni GOMILA, Daniel ALCAIDE, Luis MAVARE, Jordi BERNAT,LamaLABRADOR 75 TheSplash sculpture structure inExpo-Zaragoza, Spain Jose-ManaVELASCO,Antoni GOMILA 76 Curved FoldedPlateTimberStructures Hani BURI, Ivo STOTZ,YvesWEfNAND 77 Analysisofrackingperformanceofsteel-timberhybrid lateral resistant system Zheng LI, MinjuanHE 78 PushoverAnalysison WoodFramed Construction basedonRefined Three-Dimensional FiniteElement Model Haibei XIONG, Jiahua KANG, Xilin LU 79 Geometricaldescription andstructuralanalysis ofamodulartimber structure Sina NABAEI,YvesWEINAND, OlivierBAVEREL 80 New Deployable Structure and Its RigidBody Motion Masao TAKATSUKA, Hiroshi OHMORI 81 Stability ofLatticedShell with Uniform-Length Hexagonal Grid Makoto OHSAKI, NaoyaASHIYA, Shinya MATSUMOTO, ShinnosukeFUJITA 82 Structural Modelling ofHexagonal Grids AppliedtoCarbon Nanotubes Carlos LAZARO, Rafael MERLI, SalvadorMONLEON,AlbertoDOMINGO 83 Afinite-difference approximation toNewton'sMethod Jacobian Matrices Ruy MarceloPAULETTI,EdgardALMEIDA-NETO 84 t?" IABSE-IASS laUer, Langer, LiQhter SYMPOSIUM TrussOptimization Using GeneticAlgorithm Considering UltimateResistance HuaguoWANG,HiroshiOHMORI 85 Parameterfree shapeoptimizationofshellstructures using stress response SaartjeARNOUT, MatthiasFIRL, Kai-Uwe BLETZINGER 86 AdvancedTopology Optimisation Technique with MeshlessMethod using CellularAutomata forPlanarStructures Chang-KyeLEE, Sang-JinLEE 87 BuildingBig andBeautiful:A PrefabricatedTimberDesign Case Study GavinWHITE 88 AFrameworkforComparing Form Finding Methods OiederikVEENENDAAL, Philippe BLOCK 89 All-glassshellscalemodelsmade with an adjustable mould lanBEUS,Arno PRONK,WillemSCHUURMANS,Thomas BLANCKE 90 Computationandgeometry in structuraldesign andanalysis:proposalforthe Computation andGeometryWG15studygroup RoelVANDE STRAAT, Paul SHEPHERD, Peter WINSLOW 91 CurvedCrease Folding -aReviewonArt, DesignandMathematics ErikOEMAINE, MartinDEMAINE, Duks KOSCHITZ, TomohiroTACHI 92 ResearchoftheStudyGroup Transformable Structures NielsOETEMMERMAN 93 MiloKetchum Jr. andthe Exploration ofForm EdmondSAUKUS, David BILUNGTON, PeterLAURSEN 94 BernardLaffaille, Nicolas Esquillan, Two French Pioneers ReneMOTRO, BernardMAURIN 95 SeismicAnalysisforan historicalinfilledRCframe building inVenice ElenaSTIEVANIN, FrancescaDA PORTO, ClaudioMODENA 96 AModern WoodStructure ofHoryuji-Kondo /300yearsago TsugunoriKIMOTO, Masahiro INAYAMA 97 ChangingTimes as a Catalystfor Opportunities MatthysLEVY 98 Towards EnvironmentalCompatibility in the BuildingIndustry LudevitVEGH 99 Logicand Form:From Shells toNonstandardStructures HaraldKLOFT 100 ~ IABSE-IASS TaUer, Langer, LiQhter Optimizing Shapes ofStructuresfor Generating Energy PetrVEGH 10 FailureLimits ofShallow Grid Shells: Thephysicsbehindtheconceptofequivalentthickness andnumericalvalidation. SamarMALEK, John OCHSENDORF,Tomasz WIERZBICKI 10 Self-forming, fabric-formed, funicularshells and molds Mark WEST, Ronnie ARAYA,FariborzHASHEMIAN, Neil PRAKASH 101 TestingandAnalysisofGeogrid-reinforcedThin-shellMasonry Matthew DEJONG, Michael RAMAGE, BemardTRAVERS, Sarah TERRY 104 Design and Construction ofGeogrid-reinforcedThin-shellMasonry Michael RAMAGE, Matthew DEJONG 105 Efficientand Expressive Thin-tile Vaultingusing Cardboard Formwork Lara DAVIS,MatthiasRIPPMANN, TomPAWLOFSKY, PhilippeBLOCK 106· Digital Stereotomy: Voussoirgeometryforfreeform masonry-like vaults informed bystructuralandfabrication constraints Matthias RIPPMANN, Philippe BLOCK 107 Closest-Fit, Compression-OnlySolutionsfor FreeformShells PhilippeBLOCK, Lorenz LACHAUER 108 Bio-CementedSandstone Bricks Daniel BERNARDI, BrinaMORTENSEN, Jason DEJONG, MatthewDEJONG 109 i Other invited papers A CombinedComputationaland CodifiedApproach toStructuralWindEngineering Graham KNAPP,Lindsay MALCOLM,Jonathan ROYNON 112 Time-Domain AnalysisoftheBuffetingResponseofLong-Span Bridges Matteo SEGNINI, ClaudioMANNINI, Gianni BARTOLl, ClaudioBORRI 113 Damage Detection ofaLong-span Bridge byWind-inducedResponse Thang NGUYEN DANH, HitoshiYAMADA, Hiroshi KATSUCHI, Eiichi SASAKI 114 Effects ofCableDamping andMotion ofLong Span Cable StayedBridge byGalerkin Method San KHAING, HitoshiYAMADA, Hiroshi KATSUCHI, Eiichi SASAKI 115 Aeradynamiccharacteristicsofta1Ibuildingswith various shapes YukioTAMURA, Yongchul KIM, Kazuo OHTAKE, Masayoshi NAKAI, HideyukiTANAKA 116 t?\ IABSE-IASS TaUer, Langer, LiQhter SYMPOSIUM Structurallifetimepredictionbasedon monitoredstructuralresponses ofa windenergy converter StefanLACHMANN, XiangqinLIU, Karl LEIMBACH, RuedigerHOEFFER, DietrichHARTMANN, Matthias BAITSCH 117 UniversalEquivalent StaticWindLoadsforRoofStructures YukioTAMURA,Akira KATSUMURA, Osamu NAKAMURA 118 TheMessinaStrait Crossing: GeneralOutline ofthe Project PietroCIUCCI,Giuseppe FlAMMENGHI 119 MessinaBridge -Design Concept,[rom earlyDaystoPresent FabioBRANCALEONI, Giorgio DIANA, GiuseppeFlAMMENGHI, Micheie JAMIOLKOWSKI, Massimo MARCONI, Enzo VULLO 120 MessinaStraitBridge -SuspendedDeck HenrikPOLK,LarsJENSEN, Kenneth SERZAN,Yasutsugu YAMASAKI, SerenLAUSTEN,Dyab KHAZEM 121 MessinaStraitBridge -Suspension System ChrisWALKER,lan FlRTH, Yasutsugu YAMASAKI 122 MessinaStraitBridge - Towers ChristopherSCOLLARD,CharlesKING, Matthew KLEYMANN,YasutsuguYAMASAKI 123 MessinaStraitBridge-BridgeArticulation HenningPeerJENSEN, Seren LAUSTEN, Lars S0RENSEN, SandroORDANINI 124 Aerodynamics oftheMessina BridgeProgettoDefinitivo AllanLARSEN, Giorgio DIANA, SannePOULIN,AlbertoZASSO 125 MessinaBridge - SeismicResponseandDesign FabioBRANCALEONI, Ezio FACCIOLI, ChristopherSCOLLARD, C1audioVALENTE, SteveZHU 126 MessinaBridge -Studyofthe SeismicBehaviouroftheFoundation System LuigiCALLISTO, Alessandro FLORA,MicheieJAMIOLKOWSKI, SebastianoRAMPELLO, GiampieroRUSSO, Carlo VIGGIANI, GiuliaVIGGIANI 127 MessinaStrait Bridge -Runability, Safety andComfortAnalysis JacobEgedeANDERSEN, PerANDERSEN, Giancarlo BORDONARO, StefanoGABRIELE, FedericoCHELI 128 MessinaBridge -Erection Procedure andtheir Structurallssues VictorCABELLO, Pietro MARCHESELLI, SandroORDANINI, Ettore PAGANI, YasutsuguYAMASAKI, Lars S0RENSEN 129 t r \ IABSE-IASS laUer, Langer, lIQrlter Messina Bridge -ReliabilityBasedInspectionandReliability Centred Maintenance -The Challenge Poul LINNEBERG, Daniel KRISTOFFERSEN, ErikANDERSEN 13 Messina Bridge -StructuralHealth Monitaring System Simon DE NEUMANN, Merit ENCKELL, Jacob Egede ANDERSEN, Enzo VULLO ..... 13 ForthReplacementCrossing - ProjectBackgroundand Feasibility David CLIMIE, LawrenceSHACKMAN,Billy MINTO 13 ForthRoad Bridge -Main Cables andAnchorages Barry COLFORD 133 ForthReplacementCrossing -ConceptDesign Naeem HUSSAIN, MattCARTER,Steve KITE, Billy MINTO 134 FurthReplacementCrossing -Design Criteria Steve KITE, MattCARTER, Martin HOOTON, Billy MINTO 135 ForthReplacementCrossing -Specimen Design andConstruction Planning MattCARTER, Steve KITE, Martin KIRK, RichardHORNBY 136 ForthReplacementCrossing -TenderDesign Peter CURRAN,John ELNEGAARD,ArminPATCH,lan BOLTON, Iain GOLDIE 137 ForthReplacementCrossing -Construction Proposals CarsonCARNEY, DamianNOWAK 138 StructuralAnalysisand Design ofShanghaiTower Jiernin DING, SiCHAO, Zhijun HE, HongleiWU 139 Performance-basedSeismic Design Principles and ObjectivesofShanghaiTower HuanjunHANG, Xilin LU, XinZHAO 140 Seismic Performance Evaluation ofShanghai TowerunderRareEarthquakes Jiemin DING, SiCHAO, Honglei WU, ZhijunHE, XinZHAO 141 StructuralStabilityAnalysisofShanghaiTower Tiantian LU, XinZHAO, Jiemin DING, SiCHAO,YingZHOU 142 ShorteningAnalysisofCore Wallsand SuperColumnsforShanghaiTower XinZHAO, JieminDING,YiminZHENG, Si CHAO, Xiaoyu QI,YingZHOU 143 WindTunnelStudies ofShanghai Towerfor Structuraldesign XinZHAO, Huahua SUN, JieminDING, ZhenshanLIN 144 StructuralPerformanceMonitoring During Construction andFrameWork for Life-cycleMonitoring QilinZHANG, Lu CHEN, Xin ZHAO, KeLEI, Haibei XIONG 145 ~ IABSE-IASS Taller, Langer, UQhter SYMPOSIUM ExperimentalResearch on KeyJoints ofShanghai Tower BinWANG,XianzhongZHAO, YiyiCHEN 146 StructuralDesign ofShanghai TowerforSeismicactionandWind Loading- AComparative Study XinZHAO,ZhenshanLIN, HuahuaSUN, Jiemin DING, SiCHAO,YingZHOU 147 Shakingtablemodel testofthe whole structureofShanghai Tower XilinLU,YuanjunMAO,WenshengLU, Huanjun HANG 148 FloorResponse BasedEarthquakeActionMechanism andSeismic DemandofCurtain WallSystemofShanghai Tower WenshengLU,BaofengHUANG, LinaCAO, Xin ZHAO, Xilin LU 149 Analysis&Methods HigherModes ofYibration inResponseofSuper-tall BuildingstoWind StefanoCAMMELLI,TomWYATT 152 ANewFrontierinModern Architecture: Optimal StructuralTopologies AlessandroBEGHINI, LaurenSTROMBERG,WilliamBAKER, Glaucio PAULINO, ArkadiuszMAZUREK 153 AnalysisofWind-inducedResponsesofaLarge-scaleMembrane Structure XuanyiZHOU, ZhihuiHAN, MingGU, Peng HUANG,YongQUAN 154 DynamicResponseofTallTimber BuildingstoWindLoad ThomasREYNOLDS, Richard HARRIS,Wen-ShaoCHANG 155 Performance-basedDesign ofTallandLongspan Structures KouroshKAYVANI 156 Activevibration control -A new approach to buildextremelylightbridges AchimBLEICHER 157 BridgingCapacity andAerodynamicChallenge ofLong-Span Suspension Bridges YongxinYANG,Yaojun GE 158 AeroelasticAnalysisofa Bridge DeckSection with the TotalFormofFlutterDerivatives KiljeJUNG, Hae Sung LEE, Ho-Kyung KIM, Keun Won LYU 159 Infiuenceofspatialvariabilityofgroundmotionon responseoflarge concrete archbridges MartaSAVOR,DamirLAZAREVIC,JosipATALIC 160 Theeffectofmodalparameteruncertaintieson the vibration serviceabilityassessment offootbridges PeterVANDEN BROECK, Katrien VANNIMMEN, BramGEZELS, GuidoDE ROECK .. 161
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